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HomeMy WebLinkAbout133057 i r PHOENIX 1102 West Southern Avenue,Suite s - 918 West Grant Road Tempe,Arizona 85282 — Tucson,Arizona 85705 Dispatch 602-272-7890 ` rO a AO Dispatch 520-352-0150 (o)602-272-PTX1(7891) ""' """` (o)520-352-0150 (f)602-272-7892 —�_. (f)520-731-9344 g//'F•olew-a:cam February 26,2021 Lennar Communities 1665 West Alameda Drive Ste 130 Tempe,AZ 85282-3200 Re: Building Pad-Post-Tension Foundation [144251834] 45s @ Stonehaven Lot#: 121 Permit#: 13 3 U S 7 8956 West Bethany Heights Drive Glendale 85305 To Whom It May Concern: ProTeX Job ID#: 0016Res-1914-10805 In accordance to your request ProTeX has completed the moisture and density testing following processing of the building pads. The density test results are in accordance to the specifications included in the Geotechnical Investigation Report Post Grade conducted by Alpha Geotechnical&Materials Inc(Project No. 19-G-10873),dated December 10, 2019.A bearing value of 1250psf at finished grade is assigned for post-tensioned foundation systems. Field density tests are enclosed. Areas in the building pad that are disturbed as a result of construction activities should be re-compacted to specified density. Inspection of foundation bearing soils prior to placement of concrete is recommended. Proper drainage should be maintained at all times away from structures.Following the construction of buildings and prior to occupancy, it is recommended that drainage away from the structure should be inspected under the supervision of a registered professional engineer in the civil or geotechnical field. Pads are certified until 30 days from the date of this letter. Submitted by: ProTeX-the PT Xperts,L.L.C. �tossianQt E, ``oF \f1CAT6- o„•e kid 350 79 �°. � AMHt tti./�l,.� •;,0 Q.ld"/1z � .r / O S�G>l \1\ry�g1 ZONA U' Expires 6/30/2021 Ammi N.Osorio,P.E. SPECIAL INSPECTIONS • GEO-TECIINICAL/MATERIALS •LABORATORY •ENGINEERING CONSULTATION PHOENIX j_ -` TUCSON 1102 West Southern Avenue,Suite 4 / 916 West Grant Road Tempe,Arizona 85282 � Tucson,Arizona 85705 r Dispatch 602-272-7890 r yT;; Dispatch 520.352-0150 (o)602-272-PTX1(7891) =��c / (o)520-352-0150 (f)602-272-7892 \-- (9)520-731-9344 mow protex-az corn May 11,2021 Glendale Building Safety Department 5850 West Glendale Avenue Glendale,Arizona 85302 45s @ Stonehaven Lennar Communities Lot#: 121 Permit#: /3 30 5 7 8956 West Bethany Heights Drive Glendale 85305 ProTeX Job ID#: 0016Res-1914-10805 Attention: Building Official Letter of Final Compliance Inspections/Observations were performed by a representative of this firm of the post-tensioned foundation for the above referenced project. All inspected work is in substantial compliance with project plans and specifications. A guarantee that the contractor has necessarily constructed the building in full accord with the plans and specifications is neither intended nor implied. If you have any questions or comments please call. Submitted by: ProTeX-the PT Xperts, L.L.C. .0, c i C A - . Cr°•e d V,- 350 , : AMM Jicie4 —1, l,R��, 1 t .,4 NE��11\otiP �/ZONA U Expires 6/30/2024 Ammi N. Osorio, P.E. SPECIAL INSPECTIONS • GEO-TECHNICAL/MATERIALS •LABORATORY •ENGINEERING CONSULTATION ft.-r)(- Pre-Slab Checklist vI 144251841 Client: Lennar Communities Builder: Lennar Communities Project Name: Stonehaven Job Name: 45s Cross Streets: N 9I st Avenue and W Camelback Road Job ID#: 10805 Lot#: 121 Address 8956 West Bethany Heights Drive Glendale 85305 Model#/Elevation: All Plans CSM: Kirk Graves Permit: /3 3 O S 7 PO: Inspection Date: 4/5/2021 Reinspection: Inv: 416517 Concrete Contractor: PT Contractor: Structural Engineer of Record: PASS © FAIL ❑ Number of Tendons 40 pass n fail n Other Reinforcing Steel Front to back 16 perimeter beam pass n fail n n• /a n Side to side _ 24 interior spread figs pass 0 fail 0 n/a 0 Chair Height 4•5 (in.) pass n fail n re-entrant corners pass Q fail 0 n/a 0 n "Z"bars pass n fail n n/a ElTied Intersections pass n fail Sheathing Strip @ Encapsulation NA Perimeter Beam Dead end 12 (in.max) pass n fail 0 width pass in fail n Live end I (in.max) pass n fail depth pass n fail n free from loose debris pass n fail n Condition pass n fail n Tendon Spacing Interior Spread Footings @ perimeter and corners pass n fail El width pass 0 fail n n• /a n @ dead ends pass X fail n depth pass 0 fail 0 n/a @ penetrations pass n fail free from loose debris pass n fail n n• /a El Anchor Depth @ Perimeter Edge Sub Base Preparation �-7 depth 4 (in.) pass I I fail n ABC Thickness 2 (in.) Anchor Backup Bars minimum size of bar NA ABC Thickness pass n fail n n/a 0 sub base prepared per plans pass X fail I I n/a top: 0 top/bot: Q Plumbing cont: 0 hairpin: El Is sub base repaired at penetrations? pass n fail n 10.5 n Is box and wrap complete? pass n fail n Concrete Slab Thickness (in.) pass [1 fail Are plumbing penetrations reinforced per plan? pass n fail n Finish Floor verified relative pass 0 fail 0 n/a 0 to low outfall Is perimeter beam and/or floor free of pass n fail 0 horizontal plumbing/electrical conduits? SPECIAL INSPECTIONS • GEO-TECHNICAL/MATERIALS •LABORATORY •ENGINEERING CONSULTATION T ./ Compressive Strength Report In / 144251841 Client: Lennar Communities Builder: Lennar Communities Project Name: Stonehaven Job Name: 45s Cross Streets: N 91 st Avenue and W Camelback Road Job ID#: 10805 Lot#: 121 Address 8956 West Bethany Heights Drive Glendale 85305 Model#/Elevation: All Plans CSM: Kirk Graves Permit: /3 3 O S 7 PO: Inspection Date: 4/13/2021 Reinspection: El Inv: 416517 Concrete Contractor: Report Number: 183259 Concrete Mortar Grout Shot-Crete Core x ❑ Supplier: Diamondback Materials Break Schedule: 7,28,28,Hold Mix ID/Product Code: 13050 Slump(in)SPECIFIED: 8 Batch Size(CY): 11 (C143)Slump(in)ACTUAL: 8.25 Batch Time: 4:12 AM (C1064)Material Temperature(deg 74 F): Sample Description: PT Slab Ambient Temperature(deg F): 70 Sample Location: N 30'E 10'from SWC Admixtures: Date Sampled: 4/13/2021 Mode of Discharge: Pump Time Sampled: 4:45 AM Water added BEFORE test(gal)0 Weather: Clear Water added AFTER test(gal)0 Project Specified Design Strength(psi) 3000 @ 28 days Material Ticket#: 358376 (C138)Unit Weight(1b/ft3) Delivered Mix Design Strength(psi) 3000 @ 28 days C231)Air Content(%) —..] I�—<I in.[25 X . ) 2:4 /k \ \ r7.- 7- ri Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specimen No. Age Date Tested Dia.(in) Area(sqin) Length Break Peak lbs Strength(psi) Lab Technician P g (in) Type ( ) 1832591 14 4/27/202 I 4 12.57 8 0 42390 3370 1832592 41 5/24/202I 4 12.57 8 0 59900 4760 1832593 41 5/24/2021 4 12.57 8 0 55290 4400 C31,C39,C511, ❑C617,1=1C1231 Comments: SPECIAL INSPECTIONS • GEO-TECHNICAL/MATERIALS •LABORATORY •ENGINEERING CONSULTATION 1/1 M T Elongation Verification Report 144251841 Client: Lennar Communities Builder: Lennar Communities Project Name: Stonehaven Job Name: 45s Cross Streets: N 91 st Avenue and W Camelback Road Job ID#: 10805 Lot#: 121 Address 8956 West Bethany Heights Drive Glendale 85305 Model#/Elevation: All Plans CSM: Jorge E Vargas Permit: /3 20 S 7 PO: Inspection Date: 4/23/2021 Reinspection: ❑ Inv: 416517 Concrete Contractor: PT Contractor: Structural Engineer of Record: Elong Range Elong Range Elong Range Tendon# Length (min/max) Tendon# Length (min/max) Tendon# Length (min/max) 1 -5 20 1 1/4-1 1/2 6-21 35 2 3/8-2 7/8 22-24 16 15/16-1 1/8 25-31 50 3 1/2-4 3/8 32-32 56 4-4 7/8 33-39 55 3 7/8-4 3/4 40-40 56 4-4 7/8 i ALL tendons were individually measured and found to be within the acceptable limits. yes © no All wedges are seated properly yes © no Gauge pressure verified yes 0 no SPECIAL INSPECTIONS • GEO-TECHNICAL/MATERIALS •LABORATORY •ENGINEERING CONSULTATION 1/1 Anchor Installation Report 144251895 Client: Lennar Communities Builder: Lennar Communities Project Name: Stonehaven Job Name: 45s Cross Streets: N 91st Avenue and W Camelback Road Job ID#: 10805 Lot#: 121 Address 8956 West Bethany Heights Drive Glendale 85305 Model#/Elevation: All Plans CSM: Kirk Graves Permit: /33,0 5 7 PO: Inspection Date: 5/19/2021 Reinspection: 0 Inv: 418350 Concrete Contractor: PT Contractor: Framing Contractor: PO#Issued by: Lennar Communities Structural Engineer of Record: Total#of anchors inspected 1 1 threaded rod(s)for hold down strap(s)(Epoxy) 0 bolt(s)for hold down strap(s)(Mechanical) 0 rebar dowel(s)for slab repair(Epoxy) 0 rebar dowel(s)for stem wall/ftg repair(Epoxy) Comments: KG 5/19/21(1)5/8"x 12"ATR w/min 7"embed @ HTT5Set-XP was used w/exp of 9/13/21 Set-XP was used w/ezp of 9/13/21 Gara;s 7 S4tpte SSlond/ In accordance with the requirements of the current 4 <c, Building Code,a representative of ProTeX observed the er ° 32115 above anchor installation at the subject project and found ANTHONY R. rQ a PAWLOSKI THE PXoERrS the installation to be in general compliance with the plans and specifications and the manufacturer's P' recommendations. 9�Zo N u s' 5/L✓ Expires 12/31/2021 SPECIAL INSPECTIONS • GEO-TECHNICAL/MATERIALS •LABORATORY •ENGINEERING CONSULTATION T Drainage Verification Report - Lot/Foundation 1/3 i 144251908 Client: Lennar Communities Builder: Lennar Communities Project Name: Stonehaven Job Name: 45s Cross Streets: N 91st Avenue and W Camelback Road Job ID#: 10805 Lot#: 121 Address 8956 West Bethany Heights Drive Glendale 85305 Model#/Elevation: All Plans CSM: Vince Nielsen Permit: �3- PO: Inspection Date: 10/8/2021 Reinspection: 0 Inv: 442064 Grading Contractor:: Post-landscape Inspection Date: Landscape Contractor: 1.91 1-82 5 1_ 1I FF i'_ ♦ :; �Y 0.61 3.51 Drain block 134 15 -Pi `13 ara3e 9 1= 01.08 1 1 0.05 01 - 650.00 LEGEND )8( Indicates approximate location of height of flow line above low outfall(measured in tenths of feet X.XX') -4— Indicates direction of flow along designated flow line. �f—Indicates approximate location and direction of slope measured away from the foundation(measurement in X%) X Pass Foundation Drainage- Positive slopes away from the foundation have been verified. X Pass Lot Drainage- Positive fall along the flow line from the rear yard to the point(s)of outfall has been verfied. t•,sion40 These are"as built"measurements and are representative `•oQ` %fICAr$,-0. of the site at the date and time of the inspection only. These measurements are intended for"inspection Use a o Only". No design responsibilities are expressed,implied O )(e or assumed by this report. A guarantee that the contractor THE PTTIGENTS L. has necessarily constructed the building in full accord \ .��� p\�ti.\`\ with the plans and specification is neither intended nor �i�'2onE P• implied. Expires 6/30/2024 SPECIAL INSPECTIONS• GEO-TECHNICAL/MATERIALS •LABORATORY •ENGINEERING CONSULTATION __ ".T Drainage Verification Report - Lot/Foundation 2/3 144251908 Client: Lennar Communities Builder: Lennar Communities Project Name: Stonehaven Job Name: 45s Cross Streets: N 91st Avenue and W Camelback Road Job ID#: 10805 Lot#: 121 Address 8956 West Bethany Heights Drive Glendale 85305 Model#/Elevation: All Plans CSM: Vince Nielsen Permit: /3 30 S 7 PO: Inspection Date: 10/8/2021 Reinspection: 0 Inv: 442064 SPECIAL INSPECTIONS • GEO-TECHNICAL/MATERIALS •LABORATORY •ENGINEERING CONSULTATION 3/3 o e Drainage Verification Report - Lot/Foundation 144251908 Client: Lennar Communities Builder: Lennar Communities Project Name: Stonehaven Job Name: 45s Cross Streets: N 91st Avenue and W Camelback Road Job ID#: 10805 Lot#: 121 Address 8956 West Bethany Heights Drive Glendale 85305 Model#/Elevation: All Plans CSM: Vince Nielsen Permit: /3 3 0 5 7 PO: Inspection Date: 10/8/2021 Reinspection: 0 Inv: 442064 1(1 Sri r1 N SPECIAL INSPECTIONS • GEO-TECHNICAL/MATERIALS •LABORATORY •ENGINEERING CONSULTATION